Vibration analysis of symmetrically laminated plates based on FSDT using the moving least squares differential quadrature method

By Kim-Meow Liew, Y. Q. Huang, J. Reddy. 2003

242 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/4e857d11e7323cf454df38210f48783a3e56e0ef

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Hung Nguyen-Xuan
2. A. S. Sayyad
3. Y. Ghugal
4. A. J. Ferreira
5. Chien H. Thai
6. Erasmo Carrera
7. Stéphane P.A. Bordas
8. Trung Nguyen-Thoi

In Mechanical Engineering

1. Hung Nguyen-Xuan
2. Erasmo Carrera
3. Chien H. Thai
4. A. J. Ferreira
5. Timon Rabczuk
6. A. S. Sayyad
7. Y. Ghugal
8. M. Cinefra

In Mechanics of Materials

1. Hung Nguyen-Xuan
2. Trung Nguyen-Thoi
3. Timon Rabczuk
4. Stéphane P.A. Bordas
5. Chien H. Thai
6. A. J. Ferreira
7. A. S. Sayyad
8. Y. Ghugal

Citations in the corpus

• A local radial basis functions—Finite differences technique for the analysis of composite plates (2011, methodology): “[44], analytical solutions by Reddy [45] and Khdeir and Librescu [46] as well as global RBF collocation by the authors [23].”
• Analysis of laminated composite plates using wavelet finite element method and higher-order plate theory (2015, result): “7520 – Liew [55] – 8.”
• Radial basis functions-finite differences collocation and a Unified Formulation for bending, vibration and buckling analysis of laminated plates, according to Murakami's zig-zag theory (2011, result): “It is found that the present meshless results are in very close agreement with the values of Reddy and Khdeir [5,41] and the meshfree results of Liew [42] based on the FSDT.”
• Isogeometric analysis of laminated composite and sandwich plates using a layerwise deformation theory (2013, unknown): “[44] and the moving least squares differential quadrature method (MLSDQ) based on FSDT by [38].”
• Radial basis functions collocation and a unified formulation for bending, vibration and buckling analysis of laminated plates, according to a variation of Murakami’s zig-zag theory (2011, unknown): “It is found that the present mesh-less results are in very close agreement with the values of (Reddy, 1997; Khdeir and Librescu, 1988) and the mesh-free results of Liew et al. (2003) based on the FSDT.”
• Free vibration analysis of symmetric laminated skew plates by discrete singular convolution technique based on first‐order shear deformation theory (2009, methodology): “[29] and Ferreira and Roque Jorge [14].”
• Static, free vibration, and buckling analysis of laminated composite Reissner–Mindlin plates using NURBS‐based isogeometric approach (2012, methodology): “The present results are compared with those of the Mixed Interpolation Smoothing Quadrilateral element with 20 DOFs (MISQ20) [83], the moving least squares differential quadrature method (MLSDQ) [13], radial basis approach [12], and FSDT [84].”